613-21-105 Replace Steam Piping PH 2_Drawings.pdf

STRUCTURAL PHASE-2

GENERAL

TUNNEL AREA

WORK AREAS

CONTRACTOR

STORAGE AND

STAGING AREA

MECHANICAL PHASE-2

CIVIL PHASE-2

STATE OFP

R O

FESSIONAL ENG

IN

E E R

L.

PH

ILL

IP GENTRY

14226

W

EST V I RG I N

IA

R

REGISTE ED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Numbers

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-19-102REPAIR-PIPING BLDGS

500, 217, 318, & 328 to BOILER PLANT - PHASE-2 500, 217, 318, & 328

Office of

Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841

STRUCTURAL ENGINEERS

Engineering Solutions 100 10th Street NE, Suite 200 Charlottesville, VA 22902 of 25

BID DOCUMENTS

SUBMISSION

97 8654321

BID DOCUMENTS SUBMISSION

STRUCTURAL ENGINEERS

Engineering Solutions 100 10th Street NE, Suite 200 Charlottesville, VA 22902

2G0.01

COVER SHEET

07/29/2020 07/29/2020

DL JCH

REPAIR STEAM PIPING

BUILDINGS 500, 217, 318, & 328

TO BOILER PLANT - PHASE-2

FOR

VETERANS ADMINISTRATION

VAMC

MARTINSBURG, WV

STATE MAP VICINITY MAP CAMPUS MAP

SHEET

NUMBER SHEET TITLE S

D

T E

A M

S E

T

/0

/2

S C

H E

M A

T

IC

D E

S

IG

N

/0

/2

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

/1

/2

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

R

E V

IE

W

S E

T

/1

/2

B

ID

D O

C U

M E

N T

S S

U B

M

IS

S

IO

N

/2

/2

2G0.01 COVER SHEET X X X X X

2G0.02 MECHANICAL TUNNEL OVERALL PLAN X X X X X

2S0.00 GENERAL NOTES X

2S1.02 STRUCTURAL PIPE SUPPORT PLAN - SUB PHASE-1 X

2S3.01 STRUCTURAL DETAILS - SUB PHASE-1 X

2S3.02 STRUCTURAL DETAILS - SUB PHASE-1 X

2S3.03 STRUCTURAL DETAILS - SUB PHASE-1 X

2S3.04 STRUCTURAL DETAILS - SUB PHASE-1 X

2M0.01 MECHANICAL LEGENDS, ABBREVIATIONS, AND NOTES X X X X X

2M1.01 MECHANICAL TUNNEL OVERALL PLAN X X X X X

2M1.02 MECHANICAL STEAM & CONDENSATE PLAN - SUB PHASE-2.1 X X X X X

2M1.03 MECHANICAL TUNNEL DEMOLITION PLAN - SUB PHASE-2.2 X X X

2M1.04 MECHANICAL STEAM & CONDENSATE PLAN - SUB PHASE-2.1 - A, B, & C X

2M1.05 MECHANICAL STEAM & CONDENSATE PLAN - SUB PHASE-2.1 - D, E, & F X

2M1.06 MECHANICAL STEAM & CONDENSATE PLAN - SUB PHASE-2.1 - G X

2M2.01 ENLARGED MECHANICAL TUNNEL PLANS - SUB PHASE-2.1 X X X

2M2.02 ENLARGED MECHANICAL TUNNEL DEMOLITION PLANS - SUB PHASE-2.2 X X X

2M3.01 MECHANICAL TUNNEL SECTIONS - SUB PHASE-2.1 X X X

2M3.02 MECHANICAL TUNNEL SECTIONS - SUB PHASE-2.1 X X X

2M3.03 MECHANICAL TUNNEL SECTIONS - SUB PHASE-2.1 X

2M3.04 MECHANICAL TUNNEL SECTIONS - SUB PHASE-2.2 DEMOLITION X X

2M3.05 MECHANICAL TUNNEL SECTIONS - SUB PHASE-2.2 DEMOLITION X

2M5.01 MECHANICAL DETAILS X X X X X

2M5.02 MECHANICAL DETAILS X X X

2C3.01 CIVIL TUNNEL PLAN UTILITIES X X X

PHASE 1

PHASE 2

PHASE 3

PHASE 4

304302

THIS AREA IS FOR STAGING AND MATERIAL

STORAGE FOR THE CONTRACTOR;

TEMPORARY CHAIN LINK FENCE WILL BE

PROVIDED & REMOVED BY THE

CONTRACTOR. GRASS WILL BE LEVELED &

RESEEDED WHEN PROJECT IS COMPLETE.

EXISTING

CONDENSATE

PUMP TO REMAIN

EXISTING

CONDENSATE

PUMP TO REMAIN

EXISTING

CONDENSATE

PUMP TO REMAIN

MATERIAL STORAGE ACCESS

PHASE CONSTRUCTION SCOPE

PHASE-3 IN CONSTRUCTION

PHASE-4 IN CONSTRUCTION

PHASE-1 FUTURE PROJECT

PHASE-2 SCOPE IN THIS DWG SET

STATE OFP

R O

FESSIONAL ENG

IN

E E R

L.

PH

ILL

IP GENTRY

14226

W

EST V I RG I N

IA

R

REGISTE ED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Numbers

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-19-102REPAIR-PIPING BLDGS

500, 217, 318, & 328 to BOILER PLANT - PHASE-2 500, 217, 318, & 328

Office of

Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841

STRUCTURAL ENGINEERS

Engineering Solutions 100 10th Street NE, Suite 200 Charlottesville, VA 22902 of

NORTH

BID DOCUMENTS

SUBMISSION

97 8654321

BID DOCUMENTS SUBMISSION

STRUCTURAL ENGINEERS

Engineering Solutions 100 10th Street NE, Suite 200 Charlottesville, VA 22902

2G0.02

MECHANICAL TUNNEL OVERALL PLAN

07/29/2020 07/29/2020

DL JCH

SCALE: 1" = 50'-0"

MECHANICAL TUNNEL OVERALL PLAN

FH

FH

FH

FH

S-MH

S-7

S-6

S-5

S-8

S-9

24'-10"

'-8

15'-8"

158'-8"

78'-0"

139'-2"

C.O.

S-8D

8"

'-2

Signal T-3

T-4

T-3A

SM-2

(TENANT)

EMERG. GEN.

PIV

PIV

PIV

P

IV

A

MAS RECORDS

F

IT

N

E S

S C

E N

T E

R

MOTOR POOL

FMS

PIV

LAUNDRY

OI&T

FMS STORAGE

MAIL ROOM

ED

B SIDE

A SIDE

SHOPS STORAGE

GEMS

PAT. REC.

MECH

RM

VISN 5 CONTRACTING

MUSIC ROOM

VEST.

FMS STORAGE

O N

LY

4" PVC

12" 12"

12"

12"

12"12"

12"

ADT

STOP

PED

XING

6"

1' 1'1'

3'2'

3'

5'

USMH-2

S T

E A

M

12" MPS 5" HPS 2" CPD

8" HPS-3" CPD STEAM

M P

S

P

C D

M P

S

H

P S

C P

D

S-8 S-8A

SECURITY

CAMERA

SECURITY

CAMERA

SECURITY

CAMERA

TRENCH AS NATURAL GAS

EP

EP

EP

F

XX

CW-3

4" CHR

4" CHS

DECON

TANK (ED)

STORM GRATE

TOP=494.90

INV. IN=493.43 (12" DIP)

INV. OUT=492.54 (12" RCP)

Power E-16

Tunnel

Tunnel

STEAM

Type D Inlet

6" G.V. AND HYDRANT

INSTALLED 1992

6" GATE VALVE

AND HYDRANT

INSTALLED 1992

PUMP ROOM #2

BELOW CORRIDOR

PROPOSED TUNNEL

PROPOSED TUNNEL

UTILITY LEGEND

CONSTRUCTION NOTES

1. THE CURRENT VA UTILITY MASTER PLAN IS PROVIDED AS AN OVERLAY TO THE

AREA OF WORK TO BE PERFORMED UNDER THIS CONTRACT. DEPTHS OF THE

SHOWN SERVICES ARE NOT KNOWN, AND SHOULD BE HAND-DUG UNTIL

LOCATIONS CAN BE DETERMINED. LOCATIONS SHOULD NOT BE SCALED, DUE TO

POSSIBLE INACCURACY.

2. EXISTING PHASE TWO STEAM TUNNEL FOR REFERENCE.

001 '2 '

302 304

217 Parking Lot "T"

Parking

Lot "Z"

Patient / Visitor

Parking

B u tl e r

A v e

N th S t.

"B" Ave.

SPILL CONTAINMENT

WALLS 54" AG

SOLAR CHARGING

STATION

2-STORYOUTPATIENTADDITION

LAUNDRY WATER

SOFTENING

EQUIP.

C

C O

R R

ID

O

R C

N

,4

S .F

C

C

C3

C13

CORRIDOR C4N

4,942 S.F.

STEAM TUNNEL

/ 2

M P

S

C

P D

/2

M P

S

C P

D

STEAM

STEAM

S T

E A

M

S T

E A

M

STEAM PIT

2" UP

4" UP

VENT

M P

S

H P

S

C P

D

M P

S

H P

S

C P

D

8" H P S4" C

P D

IN

22" C

8" HPS

4" CPD

IN 22" CONDUIT

M P

S

P

C D

M

P S

P C

D

4" MPS

2" CPD

STEAM TUNNEL 4" MPS 2" CPD

8" HPS-3" CPD STEAM

12" MPS 5" HPS 2" CPD

STEAM VENT

O N

LY

N O

P A

R K

IN

G

N O

P A

R K

IN

G

N O

P A

R K

IN

G

N O

P A

R K

IN

G

ONLY

ONLY

STEAM

H

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Numbers

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-19-102REPAIR-PIPING BLDGS

500, 217, 318, & 328 to BOILER PLANT - PHASE-2 500, 217, 318, & 328

Office of

Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841

STRUCTURAL ENGINEERS

Engineering Solutions 100 10th Street NE, Suite 200 Charlottesville, VA 22902 of

NORTH

KEY PLAN

BID DOCUMENTS

SUBMISSION

97 8654321

CONTRACTOR

STORAGE AND

STAGGING AREA

BID DOCUMENTS SUBMISSION

STRUCTURAL ENGINEERS

Engineering Solutions 100 10th Street NE, Suite 200 Charlottesville, VA 22902

2C3.01

CIVIL TUNNEL PLAN UTILITIES

07/29/2020 DL JCH

SCALE: 1" = 20'-0"

CIVIL TUNNEL PLAN UTILITIES

NOTE: THIS PLAN IS FOR REFERENCE ONLY.

CONTRACTOR IS REQUIRED TO HAVE ALL BELOW

GRADE UTILITIES MARKED PRIOR TO ANY EXCAVATION.

Mix Design Table

Location f'c Max Drying and Shrinkage

Density

Durability Exposure Categories and Classes

Freeze Thaw

Sulfate Resistance

Permeability Corrosion Protection

Thrust Block 4000 psi 0.02% 150 pcf F0 S0 W0 C1

Retaining Walls 4000 psi 0.02% 150 pcf F2 S0 W1 C1

Footings 4000 psi 0.02% 150 pcf F0 S0 W1 C1

03250 Post Installed Anchors

03250.1 General

1.1 Submittals in Accordance with the Contract

a. Product specifications with recommended design values and physical characteristics for epoxy dowels, expansion and undercut anchors.

b. Samples: Representative length and diameters of each type anchor shown on the Drawings.

c. ICC ES Evaluation Reports

d. Installer qualifications - training referenced herein shall be documented via submittal and shall be current within 5-years.

03250.2 Products

2.1 Unless otherwise indicated, post installed anchorage shall be adhesive type Hilti HIT-HY200 into concrete or stone base material or Hilti HIT-HY70 into brick masonry material.

2.2 Undercut anchors type anchors are not allowed.

03250.3 Execution

3.1 Post installed anchorage shall be installed per manufacturer technical data to intact base material. Notify Engineer of Record prior to installation if base material conditions deviates from structural drawings or manufacturer technical data.

3.2 Identify position of reinforcing steel and other embedded items prior to drilling holes for anchors.

a. Relocate in accordance with engineers' instructions

b. Notify the Engineer if reinforcing steel or other embedded items are encountered during drilling

c. Take precautions as necessary to avoid damaging prestressing tendons, electrical and telecommunications conduit, and gas lines.

3.3 Remove and replace misplaced or malfunctioning anchors. Fill empty anchor holes and patch failed anchor locations with high-strength non-shrink, nonmetallic grout. Anchors that fail to meet proof load or installation torque requirements shall be regarded as malfunctioning.

3.4 Adhesive anchors under sustained tension loads installed in any direction: shall be installed by certified installers in accordance with ACI 318, latest edition per governing building code.

3.5 Other adhesive anchors: shall be installed by individuals whom have been trained by a manufacture's representative for the type of anchor being installed.

3.6 Expansion and tread-cutting type anchors: shall be installed by individuals whom have been trained by a manufactures representative for the type of anchor being installed.

3.7 Unless otherwise notes on the plans embedment into base material shall be as follows:

Epoxy Anchors Expansion and Thread-cutting Type Anchors

Diameter Min. Ebedment Diameter Min. Ebedment

1/2" 3-3/4" 1/4" 2"

5/8" 5" 3/8" 2-3/4"

3/4" 6-3/4" 1/2" 3"

1" 8" 5/8" 4"

3/4" 5"

1" 6-3/4"

BID DOCUMENTS

SUBMISSION

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Numbers

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-19-102REPAIR-PIPING BLDGS

500, 217, 318, & 328 to BOILER PLANT - PHASE-2 500, 217, 318, & 328

Office of

Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of 6

BID DOCUMENTS SUBMISSION

97 8654321

STRUCTURAL ENGINEERS

Engineering Solutions 100 10th Street NE, Suite 200 Charlottesville, VA 22902

2S0.00

GENERAL NOTES - SUB PHASE-1

07/29/2020 TM VK

General Notes

1. All structural work shall be coordinated with architectural and mechanical drawings and shall conform to the project specifications, including the 2015 IBC and 2015 IEBC, as modified by the Virginia Uniform Statewide Building Code (USBC).

2. Dimensions and elevations of existing construction given in structural drawings are based on information contained in various original design and construction documents provided by the owner, and limited field observations and measurements. The contractor shall verify all information pertaining to existing conditions by actual measurement and observation at the site. All discrepancies between actual conditions and those shown in the contract documents shall be reported to the Engineer of Record for evaluation before the affected construction is put in place.

3. The contract drawings and specifications are complimentary. These notes highlight rather than replace the specifications contained in the project manual. Where discrepancies exist the more stringent as determined by the Structural Engineer of Record (SER) shall govern.

4. The term "provide", where used in these drawings, is to be interpeted as a combination of both "furnish" and "install".

5. Use structural and mechanical drawings in close coordination. Direct any dimensional discrepancy or omission to the project prime for resolution prior to commencement of construction.

6. Coordinate configuration and location of equipment supports and openings with approved mechanical or other approved shop drawings.

7. Where structural members pass through or above non-load-bearing partitions, provide clearances to permit the structure to deflect without loading the partitions. Where specific clearances are not indicated, provide not less than 1" around the members. Pack the clearance spaces with safing, mineral wool, fiberglass, or specific UL rated or listed assemblies indicated.

8. Where standards are referenced herein, it shall be assumed the edition is the current referenced standard by the governing jurisdiction.

Design Loads and Parameter Table

Governing Code: IBC 2015

Risk Category: II

Loads:

50 plf 6" schedule 80 pipe, insulation and interior water

65 plf 12" schedule 40 pipe, insulation and steam

16,000 lbs 6" pipe maximum thrust force

28,800 lbs 12" pipe maximum thrust force

04 01 00 Maintenance of Masonry - See Specifications

03300 Cast in Place Concrete - See Specifications

05120 Structural Steel - See Specifications

Special Inspections:

07/27/2020

C

C O

R R

ID

O

R C

N

,4

S .F

C

C

C3

C13

CORRIDOR C4N

4,942 S.F.

001 '2 '

302 304

217 Parking Lot "T"

Parking

Lot "Z"

Patient / Visitor

Parking

B u tl e r

A ve

N th

S t.

"B" Ave.

SPILL CONTAINMENT

WALLS 54" AG

SOLAR CHARGING

STATION

2-STORYOUTPATIENTADDITION

LAUNDRY WATER

SOFTENING

EQUIP.

STEAM TUNNEL

/ 2

M P

S

C

P D

/2

M P

S

C P

D

STEAM

STEAM

S T

E A

M

S T

E A

M

STEAM PIT

2" UP

4" UP

VENT

M P

S

H P

S

C P

D

M P

S

H P

S

C P

D

8" H P S4" C

P D

IN

22" C

8" HPS

4" CPD

IN 22" CONDUIT

M P

S

P

C D

M

P S

P C

D

4" MPS

2" CPD

STEAM TUNNEL 4" MPS 2" CPD

8" HPS-3" CPD STEAM

12" MPS 5" HPS 2" CPD

STEAM VENT

O N

LY

N O

P A

R K

IN

G

N O

P A

R K

IN

G

N O

P A

R K

IN

G

N O

P A

R K

IN

G

ONLY

ONLY

STEAM

H

2S3.01

INDICATES COLUMN

LOCATION

2S3.01

2S3.01

SUBGRADE WALL

PENETRATION

2S3.02

302 304

30' - 0" TYP

@ 10'-0" O.C., TYP

LATERAL BRACING

W12x35

W12x35

30' - 0" TYP

@ 10'-0" O.C., TYP

LATERAL BRACING

W x

W x

W x

W x

HSS5x5x3/8

HSS5x5x3/8, TYP

HSS5x5x3/8, TYP

2S3.02

W x

W x

TYP

3' - 2 3/8"

W x

W x

W x

W x

W x

W x

4" SLAB ON GRADE BENEATH PIPES

/8

F3612, TYP

2S3.02

F3612, TYP

TYPICAL THRUST

KICKER (SHORT)

TYPICAL THRUST

KICKER (SHORT)

2S3.02

HSS5x5x3/8

10' - 0"

HSS8x8x3/8

HSS8x8x3/8

KICKER

F4812

F4812

4'-0"x6'-0" FOOTING

T Y

P S

U P

P O

R T

S

HSS5x5x3/8

W x

W x

HSS5x5x3/8W12x35

W12x35

W12x35

W12x35

W12x35

W12x35

W12x35

W12x35

8' - 0"

W12x35

W12x35

W12x35

W12x35

W12x35

W12x35

W12x35

W12x35

W12x35

W12x35

W12x35

W12x35

W12x35

W12x35

W12x35

W12x35

W12x35

W12x35 8' - 0"

2S3.03

2S3.02

SIM

2S3.04

DOWEL REBAR FROM

FOOTING INTO EXISTING

BUILDING FOOTING

DOWEL REBAR FROM

FOOTING INTO EXISTING

TUNNEL WALL

BEAM SPLICE LOCATION

BEAM SPLICE LOCATION

BEAM SPLICE LOCATION

BEAM SPLICE LOCATION

BEAM SPLICE LOCATION

HSS5x5x3/8

HSS5x5x3/8

1' - 0"

BEAM SPLICE

LOCATION

1' - 0"

BEAM SPLICE

LOCATION

1' - 0"1' - 0"

BEAM SPLICE

LOCATION

1' - 0"

BEAM SPLICE

LOCATION TYPICAL

1' - 0"1' - 0" 1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"

F4812

10' - 0"

F4812

LOCATE POST BETWEEN

EXISTING DOOR AND

TUNNEL BILCO DOOR

2S3.04

2S3.04

2S3.04

2S3.04

SIM

6'-0"x3'-0" FOOTING

6'-0"x3'-0" FOOTING

10' - 0"

2S3.04

SIM

2S3.04

SIM

6'-0"x3'-0" FOOTING 10' - 0"

6'-0"x3'-0" FOOTING

HSS5x5x3/8

11'-0"x3'-0" FOOTING

LATERAL BRACING AT 7'-6" O.C.

PER SECTION , TYPICAL/4 2S3.02

TYPICAL INTERIOR

PIPE SUPPORTS

BID DOCUMENTS

SUBMISSION

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Numbers

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-19-102REPAIR-PIPING BLDGS

500, 217, 318, & 328 to BOILER PLANT - PHASE-2 500, 217, 318, & 328

Office of

Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of

NORTH

BID DOCUMENTS SUBMISSION

97 8654321

STRUCTURAL ENGINEERS

Engineering Solutions 100 10th Street NE, Suite 200 Charlottesville, VA 22902

2S1.02

STRUCTURAL PIPE SUPPORT PLAN -

SUB PHASE-1

07/29/2020 TM VK

1" = 20'-0"2S1.02

1 STRUCTURAL PIPE SUPPORT PLAN

FOUNDATION SCHEDULE

MARK WIDTH (W) DEPTH (D) REINFORCING

F3612 3'-0"x3'-0" 12" (3) #5 BOTTOM EA. WAY

F4812 4'-0"x4'-0" 12" (4) #5 BOTTOM EA. WAY

KEY PLAN

CONTRACTOR

STORAGE AND

STAGGING AREA

INSULATED METAL PANEL WALL

AND ENCLOSURE, CONTRACTOR

TO SUBMIT PROPOSED SYSTEM

AND ERECTION DETAILS

3" CLR

C L R

(4) #5 EPOXY DOWELS 3'-0"

LONG, WITH 6" EMBED

#5 @12 EACH WAY

#5 @12 EACH WAY

BITUMINOUS

WATER PROOFING

PER SPECIFICATION

SAW CUT 2" WIDE x 2" DEEP SLOT IN

WALL TO EXTEND 1'-6" ON EACH

SIDE OF OPENING

INSERT #5 BAT INTO SLOT AND

REPAIR FISH WITH WALL USING

VERTICAL REPAIR MORTAR

REPAIR OPENING IN EXISTING

WALL IN ACCORDANCE WITH

SPECIFICATIONS

1' - 0"

1 1/2" 1 1/2"

1/2"

3/8x6" PLATE

3/16

"W12x35

(3) 3/4"⌀ EPOXY ANCHOR

BOLTS 6" EMBED

/2

"9

3/8 GUSSET

PLATE

9"

3/16

3/8 PLATE

(3) 3/4"⌀ BOLTS

3/16

TYP

1 1/2"

1' - 1"

(4) 3/4"⌀ EPOXY

BOLTS, EMBED 6"

3/4 PLATE

HSS5x5x3/8

W12x35

ATTACH TYPICAL PIPE SUPPORT

TO FLANGE WITH ALL THREAD

EXISTING TUNNEL

NEW PIPES, SEE MECH

1" +/-2"

1"

9 1/8"

EXISTING 2x6 @12

5 5

VIF

8 1/2"

2S3.02

M

A X

1' - 2 5/8"

/8

INSULATED METAL PANEL WALL

AND ENCLOSURE, CONTRACTOR

TO SUBMIT PROPOSED SYSTEM

AND ERECTION DETAILS

REPAIR OPENING IN EXISTING

WALL IN ACCORDANCE WITH

SPECIFICATIONS

NO ADDITIONAL REINFORCING

REQUIRED FOR OPENINGS AT

THIS TUNNEL WALL

C L R

(4) #5 EPOXY DOWELS 3'-0"

LONG, WITH 6" EMBED

#5 @12 EACH WAY

#5 @8 VERTICAL

BITUMINOUS

WATER PROOFING

PER SPECIFICATION

1' - 0"

CLR

3"

#5 @12 HORIZONTAL

Sheet Notes:

1. Sections are based on original drawings and limited field observation. General contractor must verify all dimensions and coordinate with final mechanical layout.

2. Existing pipes shown shall either remain or be removed in accordance with mechanical.

3. All existing structural framing shall remain.

EXISTING TUNNEL WALL

HSS10x4x1/2

10x16x1/2 PLATE

(4) 3/4" ANCHOR BOLT EMBED 9",

TYPICAL

U N

D E

R S

ID

E

O F

E X

P A

N S

IO

N

J O

IN

T

A N

C H

O R

S

V .I

.F F

R O

M T

U N

N E

L F

L O

O R

T O

INFILL CONCRETE TO BOTTOM OF

PIPE ANCHOR

EXISTING 2x6 @12

EXISTING (3) 2x6

DROP BEAM

ANCHOR BASE, BY OTHERS

#4x24" LONG @12 BOTH WAYS. DOWEL

INTO EXISTING CONCRETE 4". DRILL 1" ⌀

HOLE FOR BAR AND GROUT SOLID BEFORE

POURING CONCRETE BLOCK

PROVIDE (3) #4 @3" O.C. HOOPS

WITHIN DEPTH ANCHOR BOLT

1 1/2"

/2 " 3

6"

1/4

BID DOCUMENTS

SUBMISSION

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Numbers

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-19-102REPAIR-PIPING BLDGS

500, 217, 318, & 328 to BOILER PLANT - PHASE-2 500, 217, 318, & 328

Office of

Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of 6

BID DOCUMENTS SUBMISSION

97 8654321

STRUCTURAL ENGINEERS

Engineering Solutions 100 10th Street NE, Suite 200 Charlottesville, VA 22902

2S3.01

STRUCTURAL DETAILS - SUB PHASE-1

07/29/2020 TM VK

1" = 1'-0"2S1.02 2S3.01

1 TUNNEL SECTION A @ BLDG 302

1" = 1'-0"2S1.02 2S3.01

TUNNEL SECTION B @ BLDG 217 - TYPICAL INTERIOR

PIPE SUPPORTS

1" = 1'-0"2S1.02 2S3.01

4 TUNNEL SECTION C @ BLDG 217

Keynotes

1 Dimension varies as tunnel slopes.

General contractor must coordinate this dimension with final mechanical layout in field.

2 Dimension varies based on location of thrust block. Pipe elevation varies and tunnel floor slopes. General contractor must coordinate this dimension with final mechanical layout.

5 Dimension can vary depending on relative distance between pipes vertically and horizontally.

XX

1" = 1'-0"2S3.01

2 TYPICAL ANCHOR BLOCK

PIPE GUIDE BY OTHERS

P

IP

E D

IR

E

C T

IO

N

P

IP

E D

IR

E

C T

IO

N

24x13x3/4 PLATE

(6) 1/2" ⌀ EXPANSION

ANCHORS, (3) EA. SIDE.

EMBED 3.5" INTO EXISTING

TUNNEL FLOOR

3/16

1/41 1/2"

/2

11 3/4"

CAP PLATE

P

IP

E D

IR

E

C T

IO

N

9 7/8"

1' - 0"

12x8x3/8 CAP PLATE

C12X20.7 LEGS DOWN

(4) 1/2 THROUGH BOLTS

(4) 1/2 THROUGH

BOLTS

GROUT PAD

/2

M

IN

M

A X

EX. TUNNEL FLOOR

HSS3X3X1/4

HSS5X5X3/8

9-1/2" V.I.F. W/ FINAL

MECH LAYOUT

1" CHAMFER

3/4" STIFFENER EACH

SIDE OF HSS

9"

/2

CHANNEL

GRADE

3' - 2 3/8"

HSS5x5x3/8

18" PIER WITH (4) #5

VERTICAL

M

IN

M

IN

4'-0x4'-0"x1'-0"

FOOTING

(4) 3/4 BOLTS,

EMBED 8"

11x11x3/8 PLATE

9" 1/2 GUSSET PLATE

GROUT

W12x58

1' - 6"

C L R

/2

(4) #3 STIRRUP

(4) #5 DOWEL

C L R

(4) #5 EACH WAY

TOS 18'-0" ABOVE GRADE,

VIF BOTTOM OF W24

MUST CLEAR EXISTING

ROOF BY 12"

3/16

3/16

C L

E A

R E

X

IS

T

IN

G F

O O

R B

Y

V

IF

B

O T

T O

M O

F W

M U

S T

3' - 2 3/8"

1'-0"x1/2" PLATE @ 7'-6" O.C.

1' - 0"

2' - 3"

PIPE SUPPORTS

BY OTHERS

1 1/2" TYP

DOUBLE NUT , TYPICAL

3/16

3/16

1/2"

1/2"

1/2" STIFFENER

Sheet Notes:

1. Sections are based on original drawings and limited field observation. General contractor must verify all dimensions and coordinate with final mechanical layout.

2. Existing pipes shown shall either remain or be removed in accordance with mechanical.

3. All existing structural framing shall remain.

GRADE

3' - 2 3/8"

HSS5x5x3/8

(4) 3/4"⌀ BOLTS, CAST

IN PLACE EMBED 6"

10x10x3/8 PLATE

9"

3/8 GUSSET PLATE

1-1/2" GROUT PAD

/2

WIDE FLANGE

BEAM PER PLAN

(3) 3/4"⌀ BOLTS

W12x35

WEEP AT 10'-0" O.C.

4"

6" HIGH CURB.PROVIDE 8" WIDE

GAP IN CURB AT 6'-0" ON

CENTER TO ALLOW DRAINAGE

3/16

3/16

1'-0" PIER WITH (4) #5

VERTICAL

3'-0x3'-0"x1'-0"

FOOTING WITH (3) #5

EACH WAY

(3) #3 STIRRUP

C L R

/2

3' - 0"

EXISTING BUILDING

3'-6" MINIMUM

#4 CONTINUOUS

#3 @18 1" ISOLATION

JOINT

3/16

HSS5x5x3/8 W12x58

PIPE SUPPORT

BY OTHERS

GRADE

18" PIER WITH

(4) #5 VERTICAL

4'-0x4'-0"x1'-0"

FOOTING

(3) #3 STIRRUP

(4) #5 EACH WAY

C L R

(4) #5 EACH WAY DOWEL (4) #5 INTO EXISTING

BUILDING FOOTING OR EXISTING

TUNNEL WALL

4'-0x4'-0"x1'-0"

FOOTING

DOWEL (4) #5 INTO EXISTING

BUILDING FOOTING OR EXISTING

TUNNEL WALL

STRAP WITH (2) #5

TOP AND BOTTOM

(4) #3 STIRRUPS,

DOUBLE AT TOP OF PIER

(4) #3 STIRRUPS,

DOUBLE AT TOP OF PIER

EXISTING BUILDING

6"

DOWEL (8) #6 EPOXIED INTO

EXISTING BUILDING FOOTING

OR TUNNEL WALL

1' - 6"

1" INSOLATION

JOINT

/2

1" INSOLATION

JOINT

BID DOCUMENTS

SUBMISSION

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Numbers

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-19-102REPAIR-PIPING BLDGS

500, 217, 318, & 328 to BOILER PLANT - PHASE-2 500, 217, 318, & 328

Office of

Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of 6

BID DOCUMENTS SUBMISSION

97 8654321

STRUCTURAL ENGINEERS

Engineering Solutions 100 10th Street NE, Suite 200 Charlottesville, VA 22902

2S3.02

STRUCTURAL DETAILS - SUBPHASE-1

07/29/2020 TM VK

1 1/2" = 1'-0"2S3.01 2S3.02

1 DETAIL 1

1" = 1'-0"2S1.02 2S3.02

3 TYPICAL PIPE SUPPORT - TALL

1 1/2" = 1'-0"2S1.02 2S3.02

4 TYPICAL PIPE SUPPORT ATTACHMENT

Keynotes

3 Dimension shall be coordinated with pipe guide manufacturer details. Dimensions shown are based on information contained in details by Metraflex pre-insulated pipe guide.

XX

1" = 1'-0"2S1.02 2S3.02

5 TYPICAL PIPE SUPPORT - SHORT

1" = 1'-0"2S1.02 2S3.02

2 TYPICAL THRUST KICKER - SHORT

W12x58

W BEAM PER PLAN1

3/16

EA.

PLATE

3/16

9"

3"3"

1 1/2"

1/2 KNIFE PLATE

1/2 GUSSET PLATE

(2) 1/2 PLATE

3/16

3/16

GRADE

18" PIER WITH

(4) #5 VERTICAL

V .I

.F

HSS8x8x3/8

(4) 3/4 BOLTS,

EMBED 8"

14x14x3/8 PLATE

1-1/2" GROUT (5) #3 STIRRUPS, DOUBLE AT

TOP AND BOTTOM OF PIER

6"

DOWEL (8) #6 EPOXIED INTO

EXISTING TUNNEL WALL

EXISTING TUNNEL

EXISTING TUNNEL LID

GRADE

2' - 0"

(8) #6 BARS SHORT WAY

(4) #6 BARS LONG WAY

(6) #6 LONG WAYDOWEL (8) #6 INTO EXISTING

TUNNEL WALL, 5'-0" MINIMUM

6' - 0"

(8) 3/4"⌀ BOLTS,

EMBED 8"

1/2 PLATE x 14"

HSS8x8x3/8

(5) #3 STIRRUPS,

DOUBLE AT TOP AND

BOTTOM OF PIER

(6) #6 VERTICAL

1' - 10"

2' - 6"

GRADE

C L R

M

IN

25'-0", SEE PLAN

(9) 3/4"⌀ BOLTS

6' - 0"

BID DOCUMENTS

SUBMISSION

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Numbers

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-19-102REPAIR-PIPING BLDGS

500, 217, 318, & 328 to BOILER PLANT - PHASE-2 500, 217, 318, & 328

Office of

Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of 6

BID DOCUMENTS SUBMISSION

97 8654321

STRUCTURAL ENGINEERS

Engineering Solutions 100 10th Street NE, Suite 200 Charlottesville, VA 22902

2S3.03

STRUCTURAL DETAILS - SUBPHASE-1

07/29/2020 TM VK

1" = 1'-0"2S1.02 2S3.03

1 TYPICAL END SUPPORT - TALL

3"

3/8

HSS5x5x3/8

6"

1/

2"

3/8 KNIFE

PLATE

3/8 PLATE

(4) 3/4"⌀ BOLTS, CAST

IN PLACE EMBED 6"

12x12x3/8 PLATE

1-1/2" GROUT PAD

3/16

1'-6" PIER WITH (4) #5

VERTICAL

6'-0x3'-0"x1'-0" FOOTING WITH (5) #5

LONG WAY, #4 @18 SHORT WAY

(3) #3 STIRRUP

C L R

/2 "3

6' - 0"

GRADE

18" PIER WITH (4) #5

VERTICAL

M

IN

M

IN

4'-0x4'-0"x1'-0"

FOOTING

(4) 3/4 BOLTS, EMBED 8"

11x11x3/8 PLATE

GROUT

1' - 6"

C L R

/2

(4) #3 STIRRUP

(4) #5 DOWEL

C L R

(4) #5 EACH WAY

3/16

4" 4" 2" 4"

W12

9x3/4 PLATE

/2

/2

3/4"⌀ FINGER TIGHT BOLTS IN

LONG SLOTTED HOLES. DEFORM

THREADS AFTER FIT-UP.

3/16

4" 6" 4" 2" 6"

W12

W24

9x3/4 PLATE

/2

/2

3/4"⌀ FINGER TIGHT BOLTS IN

LONG SLOTTED HOLES. DEFORM

THREADS AFTER FIT-UP.

3/16

GRADE

4) #5 VERTICAL

M

IN

1' - 6"

(4) #3 STIRRUPS, DOUBLE

AT TOP OF PIER

F3612 WITH TYPICAL

REINFORCING

5' - 0"

DIRECTLY BURIED PIPE

F3612 WITH TYPICAL

REINFORCING

(8) #4 BARS

(5) #5 BARS

(3) #4 DOWELS

1'-4"x3'-0"

CONCRETE BEAM

HSS PER PLAN

(3) #4 DOWELS

3/16

BID DOCUMENTS

SUBMISSION

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Numbers

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-19-102REPAIR-PIPING BLDGS

500, 217, 318, & 328 to BOILER PLANT - PHASE-2 500, 217, 318, & 328

Office of

Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of 6

BID DOCUMENTS SUBMISSION

97 8654321

STRUCTURAL ENGINEERS

Engineering Solutions 100 10th Street NE, Suite 200 Charlottesville, VA 22902

2S3.04

STRUCTURAL DETAILS - SUBPHASE-1

07/29/2020 TM VK

1" = 1'-0"2S1.02 2S3.04

1 TYPICAL KICKER - LATERAL

1" = 1'-0"2S1.02 2S3.04

2 TYPICAL BEAM SPLICE - 12-12

1" = 1'-0"2S1.02 2S3.04

3 TYPICAL BEAM SPLICE - 12-24

1" = 1'-0"2S1.02 2S3.04

4 SUPPORT OVER BURIED PIPES

MECHANICAL GENERAL DEMOLITION NOTES

1. COORDINATE ALL MECHANICAL UTILITY AND HVAC UNIT SHUT DOWNS WITH OWNER. ANY SHUT DOWNS NECESSARY TO ACHIEVE THE OBJECTIVE OF THIS DESIGN SHALL BE COMPLETED DURING "OFF HOURS" AND SHALL COMPLY WITH OWNER'S UTILITY SHUT

DOWN POLICIES.

2. CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING, PATCHING AND DEMOLITION OF ALL BUILDING SYSTEMS PER THEIR MEANS-AND-

METHODS AS NECESSARY TO PROVIDE THE DESIGN INDICATED.

MECHANICAL ABBREVIATIONS

AMP AMPERE

A/C AIR CONDITIONING

A/E ARCHITECT / ENGINEER

AAHX AIR TO AIR HEAT EXCHANGER

AAV AUTOMATIC AIR VENT

AB AIR BLENDER

ABV ABOVE

ACC AIR COOLED CONDENSER

ACCH AIR COOLED CHILLER

ACCU AIR COOLED CONDENSING UNIT

ACD AUTOMATIC CONTROL DAMPER, MODULATING

ACD-TP AUTOMATIC CONTROL DAMPER, TWO POSITION

ACU AIR CONDITIONING UNIT

AD ACCESS DOOR

AF AIR FILTER

AFC ABOVE FINISHED CEILING

AFCV AIR FLOW CONTROL VALVE

AFF ABOVE FINISHED FLOOR (18" UON)

AFG ABOVE FINISHED GRADE (18" UON)

AFMS AIR FLOW MEASURING STATION

AFW AIR FOIL WHEEL (FAN)

AHU AIR-HANDLING UNIT

ALT ALTERNATE

AMB AMBIENT

AMP AMPERE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

AP ACCESS PANEL

APD AIR PRESSURE DROP

APPROX APPROXIMATE

AQST AQUASTAT

ARI AIR CONDITIONING AND REFRIGERATION INSTITUTE

AS AIR SEPARATOR

ASHRAE AMERICAN SOCIETY OF HEATING REFRIGERATION AIR

CONDITIONING ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

AVG AVERAGE

AW AIR WASHER

AXF AXIAL FLOW

B BOILER

BD BUTTERFLY DAMPER

BDD BACKDRAFT DAMPER

BDR BASE BOARD RADIATOR

BEL BELOW

BFT BOILER PLANT FIRE TUBE

BG BOTTOM GRILL

BHP BRAKE HORSEPOWER

BHW HOT WATER HEATING BOILER

BHX BOILER BLOWDOWN HEAT EXCHANGER

BIW BACKWARD INCLINED WHEEL (FAN)

BLDG BUILDING

BMT BONE MARROW TRANSPLANT

BR BOTTOM REGISTER

BSC BIOLOGICAL SAFETY CABINETS

BT BLOWOFF TANK

BTC BLOWOFF TANK CONTROL VALVE

BTUH BRITISH THERMAL UNIT PER HOUR

BWT BOILER PLANT WATER TUBE

C CENTIGRADE (CELSIUS)

CAV CONSTANT AIR VOLUME

CC COOLING COIL

CCD COOLING COIL CONDENSATE DRAIN

CD CEILING DIFFUSER

CD-1 CONSTRUCTION DOCUMENTS (SUBMISSION1)

CD-2 CONSTRUCTION DOCUMENTS (SUBMISSION2)

CENT CENTRIFICAL

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CFT CUBIC FEET

CFP CHEMICAL FEED PUMP

CG CEILING GRILL

CH CHILLER

CHP CHILLER WATER PUMP

CHW CHILLER WATER

CHR CHILLER WATER RETURN

CHS CHILLER WATER SUPPLY

CI CAST IRON

CLG CEILING

CM CARBON MONOXIDE

CM CUBIC METER

CM/S CUBIC METER PER SECOND

CO CLEAN OUT

CO2 CARBON DIOXIDE

COMP COMPRESSOR UNIT

COP COEFFICIENT OF PERFORMANCE

CP CONDENSATE PUMP

CR CEILING REGISTER

CS CONDENSATE STORAGE TANK

CSG CLEAN STEAM GENERATOR

CT COOLING TOWER

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CV CONSTANT VOLUME

CW COLD WATER (POTABLE)

CWCC CHILLED WATER COOLING COIL

CWP CONDENSER WATER RETURN

CWR CONDENSER WATER RETURN (TO COOLING TOWER)

CWS CONDENSER WATER SUPPLY (FROM COOLING TOWER)

D DAMPER - AUTOMATIC

Db DRY-BULB TEMPERATURE dB DECIBELS

DCW DOMESTIC COLD WATER

DD-1 DEIGN DEVELOPMENT (SUBMISSION 1)

DD-2 DEIGN DEVELOPMENT (SUBMISSION 2)

DDC DIRECT DIGITAL CONTROLS

DEG DEGREE

DF DIFFUSER

DEMO DEMOLITION

DHW DOMESTIC HOT WATER

DHWR DOMESTIC HOT WATER RETURN

DIA DIAMETER

DIW DEIONIZED WATER

DN DOWN

DP DEW POINT TEMPERATURE

DP DIFFUSER PLATE

DPA DIFFERENTIAL PRESSURE ASSEMBLY

DPS DIFFERENTIAL PRESSURE SENSOR

DWG DRAWING

DX DIRECT EXPANSION

DXCC DIRECT EXPANSION COOLING COIL

ALL ABBREVIATIONS INDICATED MAY NOT APPEAR ON THESE CONTRACT DRAWINGS

R/E RETURN OR EXHAUST

RA RETURN AIR

RAD RETURN AIR DAMPER

RAF RADIO FREQUENCY

RAHX ROTARY AIR HEAT EXCHANGER

RAT RETURN AIR TEMPERATURE

RCCH REMOTE CONDENSER CHILLER

RCU RECIPROCATING CHILLER UNIT

RD ROOF DRAIN

RDS ROOM DATA SHEETS

REA RELIEF AIR

RELAD RELIEF AIR DAMPER

RF RETURN FAN

RG RETURN GRILLE

RH RELATIVE HUMIDITY

RHC REHEAT COIL

RHG REHEAT GRILLE

RL REFRIGERANT HOT GAS

RLA RUN LOAD AMPERE

RO REVERSE OSMSIS

RPM REVOLUTIONS PER MINUTE

RR RETURN REGISTER

RS REFRIGERANT SUCTION

RTU ROOF TOP UNIT

RV RELIEF VALVE

SA SUPPLY AIR

SAD SUPPLY AIR DAMPER

SAT SUPPLY AIR TEMPERATURE

SC SHADING COEFFICIENT

SCFM STANDARD CUBIC FEET PER MINUTE

SCI SPINAL CODE INJURY

SD SMOKE DETECTOR

SD SUPPLY AIR DIFFUSER

SD-1 SCHEMATIC DESIGN (SUBMISSION1)

SD-2 SCHEMATIC DESIGN (SUBMISSION2)

SDPR SMOKE DAMPER

SDR SMOKE DAMPER (RETURN)

SDS SMOKE DAMPER (SUPPLY)

SEN SENSIBLE HEAT

SF SUPPLY FAN

SF SQUARE FEET

SG SUPPLY AIR GRILLE

SH STEAM HUMIDIFIER

SHC STEAM HEATING COIL

SI SQUARE INCHES

SP STATIC PRESSURE

SP GR SPECIFIC GRAVITY

SPD SUPPLY PROCESS AND DISTRIBUTION

SPRV STEAM PRESSURE REDUCING VALVE

SPS STATIC PRESSURE SENSOR

SPEC SPECIFICATION

SQ FT SQUARE FOOT (FEET)

SR SUPPLY AIR REGISTER

SS STAINLESS STEEL

SSHX STEAM TO STEAM HEAT EXCHANGER

SSR SOLID SEPARATOR

ST STEAM TRAP

STD STANDARD

SUH STEAM UNIT HEATER

SV STEAM PRESSURE REDUCING VALVE

SVS STEAM VENT SILENCER

SW SOFTENED WATER

SWHX STEAM TO WATER HEAT EXCHANGER

T&PCV TEMPERATURE AND PRESSURE CONTROL VALVE

TAB TESTING, ADJUSTING, BALANCE,

TBR TO BE REMOVED

TD TEMPERATURE DIFFERENCE

TDH TOTAL DYNAMIC HEAD

TDS TOTAL DISSOLVED SOLIDS

TEMP TEMPERATURE

TG TRANSFER GRILLE

TOF TOP OF FOOTER

TP TRAP

TR TOP REGISTER

TSP TOTAL STATIC PRESSURE

TSTAT THERMOSTAT

TU TERMINAL UNIT

TWU THRU-WALL UNIT

TYP TYPICAL

UC UNDERCOUNTER

UC UNDER CUT

UC UNIT COOLER

UH UNIT HEATER

UL UNDERWRITERS LABORATORY

U.O.N UNLESS OTHERWISE NOTED

URV UPBLAST UNIT VENTILATOR

V VALVE

VAF VANE-AXIAL FAN

VAV VARIABLE AIR VOLUME

VD VOLUME DAMPER (MANUAL OPPOSED BLADE)

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VHA VETERANS HEALTH ADMINISTRATION

VI VIBRATION ISOLATOR

VP VACUUM PUMP

VPS VARIABLE PRIMARY SYSTEM

VR VACUUM (STEAM CONDENSATE) RETURN

VSD VARIABLE SPEED DRIVE

VUH VERTICAL HEAT UNIT

W WATTS

W/ WITH

W/O WITH OUT

WAG WASTE AMNESIA GAS

Wb WET BULB (TEMPERATURE)

WC WATER COOLED

WCCH WATER COOLED CHILLER

WCCU WATER COOLER CONDENSING UNIT

WCHP WATER COOLED HEAT PUMP

WCPU WATER COOLED PACKAGE UNIT

WEF WALL EXHAUST FAN

WF WATER FILTER

WFCV WATER FLOW CONTROL VALVE

WMF WATER FLOWMETER

WFMD WATER FLOW MEASURING DEVICE

WG WATER GAGE

WPD WATER SIDE PRESSURE DROP

WTR WATER

WWM WELDED WIRE MESH

YR YEAR

I/O INPUT/OUTPUT

IAQ INDOOR AIR QUALITY

IBT INVERTED BUCKET TRAP

ICF IN-LINE CENTRIFUGAL FAN

ICU INTENSIVE CARE UNIT

ID INSIDE DIAMETER

I.E. INVERT ELEVATION

IFB INTEGRAL FACE AND BYPASS

IN INCHES

IN HG INCHES OF MERCURY

IN WC INCH WATER COLUMN

IN WG INCH WATER GAUGE

IN-LB INCH POUND

IPLV INTEGRATED PART LOAD VALUE

IRH INFRARED HEATER

IS INSECT SCREEN

IU INDUCTION UNIT

I.V. INLET VANES

J INTENTIONALLY LEFT BANK

KG KILOGRAM

KG/HR KILOGRAM PER HOUR

kPa KILOPASCAL

KW KILOWATTS

KWH KILOWATT HOUR

L LITER

L/h LITER PER HOUR (OR LITER/HOUR) L/m LITER PER MINUTE (OR LITER/MINUTE)

L/S LITER PER SECOND (OR LITER/SECOND)

LAT LEAVING AIR TEMPERATURE

LBS POUNDS

LBS/HR POUNDS PER HOUR

LF LINEAR FOOT (FEET)

LGT LEAVING GLYCOL TEMPERATURE

LH LATENT HEAT

LLHX LIQUID TO LIQUID HEAT EXCHANGER

LPC LOW PRESSURE STEAM CONDENSATE RETURN

LPG LIQUEFIED PETROLEUM GAS

LPR LOW PRESSURE RETURN (STEAM CONDENSATE)

LPRC LOW PRESSURE STEAM RETURN (CLEAN)

LPS LOW PRESSURE STEAM

LPSC LOW PRESSURE STEAM (CLEAN)

LSD LINEAR SLOT DIFFUSER

LTCP LOCAL TEMPERATURE CONTROL PANEL

LVG LEAVING

LVR LOUVER

LWT LEAVING WATER TEMPERATURE

M METER, SI UNIT

M/S METER PER SECOND (OR METER/SECOND)

MA MIXED AIR

MAT MIXED AIR TEMPERATURE

MAU MAKE-UP AIR UNIT

MAV MANUAL AIR VENT

MAX. MAXIMUM

MB MIXING BOX

MBH 1,000 BTUH

MC MECHANICAL CONTRACTOR

MCA MINIMUM BRANCH CIRCUIT AMPACITY

MER MECHANICAL EQUIPMENT ROOM

MFR MANUFACTURER

MH MANHOLE

MHP MOTOR HORSEPOWER

MIN. MINIMUM

MM MILLIMETER

MOD MOTOR OPERATED DAMPER

MOV MOTOR OPERATED VALVE

MPC MEDIUM PRESSURE STEAM CONDENSATE RETURN

MPR MEDIUM PRESSURE RETURN (STEAM CONDENSATE)

MPS MEDIUM PRESSURE STEAM

MRI MAGNETIC RESONANCE IMAGING

MTD MEAN TEMPERATURE DIFFERENCE

MVD MANUAL VOLUME DAMPER

MZ MULTI-ZONE

NA NOT APPLICABLE

NC NOISE CRITERIA

NC NORMALLY CLOSED

NIC NOT IN CONTRACT

NG NATURAL GAS

NGFM NATURAL GAS FLOWMWTER

Nm NEWTON METER

NO NORMALLY OPEN

NOAA NATIONAL OCEANIC & ATMOSPHERIC ADMINISTRATION

NOM. NOMINAL

NPLV NON-STANDARD PART LOAD VALUE

NPSH NET POSITIVE SUCTION HEAD

NPSHA NET POSITIVE SUCTION HEAD AVAILABLE

NPSHR NET POSITIVE SUCTION HEAD REQUIRED

NTS NOT TO SCALE

OA OUTSIDE AIR

OAD OUTDOOR AIR DAMPER

OAG OUTSIDE AIR GRILLE

OAI OUTSIDE AIR INTAKE

OD OUTSIDE DIAMETER

OFM OIL FLOWMETER

OR OPERATING ROOM

OA OUTSIDE AIR

OAD OUTDOOR AIR DAMPER

OAG OUTSIDE AIR GRILLE

OAI OUTSIDE AIR INTAKE

OD OUTSIDE DIAMETER

OFM OIL FLOWMETER

OR OPERATING ROOM

P PUMP

Pa PASCAL

PC PUMPED CONDENSATE

PCF POUNDS PER CUBIC FOOT (FEET)

PD PRESSURE DROP

PEF PROPELLER (TYPE) EXHAUST FAN

PF PRE-FILTER

PG PRESSURE GAGE

PGW PROPYENE GLYCOL-WATER (SOLUTION)

PHC PREHEAT COIL

PPM PARTS PER MILLION

PRS PRESSURE REGULATING (VALVE) STATION

PRV PRESSURE REGULATING VALVE

PSI POUND PER SQUARE INCH

PSIA POUND PER SQUARE INCH - ABSOLUTE

PSIG POUND PER SQUARE INCH - GAGE

PSE POUNDS PER SQUARE INCH

PSS PRIMARY SECONDARY SYSTEM

PSV PRESSURE SAFETY VALVE

P/T PRESSURE/TEMPERATURE TAP

PTAC PACKAGED TERMINAL AIR CONDITIONER

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EC ELECTRICAL CONTRACTOR

EC EVAPORATIVE COOLER

ECC ENGINEER CONTROL CENTER

ECU EVAPORATIVE CONDENSER UNIT

EDH ELECTRIC DUCT HEATER

EER ENERGY EFFICIENCY RATIO

EF EXHAUST FAN

EG EXHAUST GRILLE

EGS EMERGENCY GAS SHUTOFF

EGT ENTERING GLYCOL TEMPERATURE

EH EXHAUST HOOD

EJ EXPANSION JOINT

EMD END OF MAIN DRIP (STEAM)

ENT ENTERING

EQUIP EQUIPMENT

ER EXHAUST REGISTER

ER EXISTING RELOCATED

ERC ELECTRIC REHEAT COIL

ERP ELECTRIC RADIANT PANEL

ESP EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

ETO ETHYLENE OXIDE

ETR EXISTING TO REMAIN

EUH ELECTRIC UNIT HEATER

EWC EVAPORATIVE WATER COOLER

EWH ELECTRIC WATER HEATER

EWT ENTERING WATER TEMPERATURE

EX EXISTING

F FAHRENHEIT

F&T FLOAT AND THERMOSTATIC

F/SDPR COMBINATION FIRE SMOKE DAMPER

FA FREE AREA

FBO FURNISHED BY OTHERS

FC FLEXIBLE CONNECTION

FCU FAN COIL UNIT (4 PIPE)

FCUC FAN COIL UNIT COOLING ONLY

FCUH FAN COIL UNIT HEATING ONLY

FCW FORWARD CURVED WHEEL (FAN)

FD FLOOR DRAIN

FD FIRE DAMPER

FF FINAL FILTER

FHX FLUE GAS/FEEDWATER HEAT EXCHANGER

FLEX FLEXIBLE

FLR FLOOR

FM FLOW METER

FOB FLAT ON BOTTOM

FOP FUEL OIL PUMP

FOT FUEL OIL TANK

FOT FLAT ON TOP

FOHX FUEL OIL HEAT EXCHANGER

FPM FEET PER MINUTE

FPTU FAN POWERED TERMINAL UNIT

FR FLOOR REGISTER

FRP FIBER REINFORCED POLYESTER

FS FLOW SWITCH

FSTST FREEZESTAT

FT FEET

FT WC FEET OF WATER COLUMN

FT-LB FOOT-POUND

FTR FIN TUBE RADIATION

FV FACE VELOCITY

GA GAUGE

GAL GALLON

GC GENERAL CONTRACTOR

GH GRAVITY HOOD

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPR GAS PRESSURE REGULATOR

GS GALVANIZED STEEL

H HUMIDIFIER

HAC HOUSEKEEPING AID CLOSET

HB HOSE BIBB

HC HEATING COIL

HD HOOD

HGT HEIGHT

HGT HEIGHT

HOA HAND/OFF/AUTOMATIC

HORZ HORIZONTAL

HP HEAT PUMP

HP HORSEPOWER

HPC HIGH PRESSURE STEAM CONDENSATE RETURN

HPDT HIGH PRESSURE DRIP TRAP

HPR HIGH PRESSURE RETURN (STEAM CONDENSATE)

HPS HIGH PRESSURE SUPPLY (STEAM)

HRC HEAT RECOVERY COIL

HRD HEAT RECOVERY DEVICE

HRP HYDRONIC RADIANT (CEILING) PANEL

HRW HEAT RECOVERY WHEEL

HSTAT HUMIDISTAT

HTM HUMIDIFIER TERMINAL

HUM HUMIDIFIER UNIT MOUNTED

HVU HEATING AND VENTILATING UNIT

HW HOT WATER

HWC HOT WATER COIL

HWHC HOT WATER HEATING COIL

HWP HEATING HOT WATER PUMP

HWR HEATING HOT WATER RETURN

HWS HEATING HOT WATER SUPPLY

HWUH HOT WATER UNIT HEATER

HVAC HEATING, VENTILATION, AND AIR CONDITIONING

HVD HOISTWAY VENT DAMPER

HX HEAT EXCHANGER

HZ HERTZ

M

GENERAL

DUCTWORK AND ACCESSORIES

PIPING

PIPE FITTINGS

VALVE SYMBOLS

CONTROLS

MECHANICAL LEGEND

VAV BOX WITH HOT WATER COIL

AIR FLOW STATIONAFS

VOLUME DAMPER W/ REMOTE

DAMPER OPERATORR

REGISTER/GRILLE/DIFFUSER (MARK/CFM)

PRESSURE SWITCH

FLOW SWITCH

UNION

ECCENTRIC PIPE REDUCER/INCREASER

CONCENTRIC PIPE REDUCER/INCREASER

TEE DOWN

"NEW CONSTRUCTION AT

THIS POINT" SYMBOL

"DEMOLITION TO THIS POINT" SYMBOL

ACCESS DOOR, VERTICAL OR HORIZONTAL

SMOKE DETECTOR

STEAM

MEDIUM PRESSURE CONDENSATE

MEDIUM PRESSURE STEAM

HIGH PRESSURE STEAM

HIGH PRESSURE CONDENSATE

SOFT WATER

REFRIGERANT SUCTION

PIPE CAP

TEE UP

TEE AND ELBOW DOWN

TEE AND ELBOW UP

PIPE TURNING DOWN

PIPE TURNING UP

REFRIGERANT LIQUID

FUEL OIL TANK VENT

FUEL OIL RETURN

FUEL OIL SUCTION

NATURAL GAS

SUPPLY DUCT SECTION

(POSITIVE PRESSURE)

EXHAUST DUCT SECTION

(NEGATIVE PRESSURE)

RETURN DUCT SECTION

(NEGATIVE PRESSURE)

SUPPLY DIFFUSER 3-WAY

SUPPLY DIFFUSER 1-WAY

SUPPLY DIFFUSER 2-WAY CORNER

SUPPLY DIFFUSER 2-WAY

FLEXIBLE DUCT

RADIANT CEILING PANEL

EXHAUST GRILLE

RETURN GRILLE

MOTOR OPERATED DAMPER

ROUND DUCT SIZE (INCHES)

3/4" DOOR UNDERCUT

DOOR GRILLE

VOLUME DAMPER

ITEM TO BE PROVIDED

EXISTING

EXISTING TO BE REMOVED

CONDENSER WATER SUPPLY

CHILLED WATER RETURN

CHILLED WATER SUPPLY

PUMPED CONDENSATE

LIQUEFIED PETROLEUM GAS (PROPANE)

LOW PRESSURE CONDENSATE

HEATING WATER SUPPLY

HEATING WATER RETURN

LOW PRESSURE STEAM

SUPPLY GRILLE OR REGISTER

HORIZONTAL FIRE DAMPER

HORIZONTAL FIRE AND SMOKE DAMPER

HORIZONTAL SMOKE DAMPER

VERTICAL FIRE AND SMOKE DAMPER

VERTICAL FIRE DAMPER

VERTICAL SMOKE DAMPER

OUTSIDE AIR DUCT

(NEGATIVE PRESSURE)

NITROGEN DIOXIDE SENSOR

CARBON MONOXIDE SENSOR

PS

FS

75E

SD

AD

HPS

HPC

G

STM

SW

MPC

MPS

RS

RL

FOV

FOR

FOS

R

T

T

DN

UC

DG

HWR

HWS

CWS

CWR

CS

PC

LPG

LPC

LPS

F

F

F/SD

F/SD

SD

SD

CO

NO2

ALL SYMBOLS INDICATED MAY NOT APPEAR ON THESE CONTRACT DRAWINGS

EXISTING REGISTER/GRILLE/DIFFUSER

(CFM SHOWN)

75-

SUPPLY DIFFUSER 4-WAY

22x14

12ø

DUCT SIZE (INCHES), FIRST FIGURE IS

SIDE SHOWN

24x12ø OVAL DUCT SIZE (INCHES), FIRST

FIGURE IS SIDE SHOWN

CHANGE OF ELEVATION-RISE

(UP)-DROP (DN)

ELECTRIC THERMOSTAT

(MOUNT 48" AFF U.O.N)

CONDENSATE DRAIN

CONDENSER WATER RETURN

COMPRESSED AIR

BOILER BLOW DOWN

CR

CD

A

BBD

DOMESTIC COLD WATER

PNEUMATIC THERMOSTAT

(MOUNT 48" AFF U.O.N)

STATIC PRESSURE SENSORSP

GATE VALVE WITH GLOBE-VALVED BYPASS

PLUG VALVE

CONTROL VALVE (CV) - FLOAT-OPERATED

PRESSURE REDUCING VALVE (PRV)

WATER LEVEL CONTROLLER

FLOW METER

LC

M

BALL VALVE

GATE VALVE WITH 3/4" HOSE ADAPTER

CHECK VALVE

ANGLE GLOBE VALVE

BUTTERFLY VALVE

MODULATING CONTROL VALVE

TWO POSITION CONTROL VALVE

THREE-WAY MODULATING CONTROL VALVE

AUTOMATIC BALANCING CONTROL VALVE

PRESSURE SAFETY VALVE

GATE VALVE - THREADED/FLANGED

GLOBE VALVE - THREADED/FLANGED

PRESSURE REGULATING VALVE

THREE-WAY TWO POSITION CONTROL VALVE

WYE STRAINER (WITH BALL VALVE & HOSE

CONNECTION)

FLEXIBLE CONNECTION

WATER BALANCE DEVICE

MODULATING CONTROL BUTTERFLY VALVE

CIRCUIT SETTER VALVE

WYE STRAINER WITH VALVED DRAIN AND

QUICK-COUPLE HOSE CONNECTOR

HIGH PRESSURE STEAM TRAPDISCHARGE

INTO PUMPED CONDENSATE RETURN LINE

STEAM TRAP

GENERAL BID NOTE

1. EXISTING PIPING IS BASED ON ORIGINAL CONSTRUCTION DRAWINGS AND MAY NOT REFLECT CURRENT PIPING LAYOUT. CONTRACTOR SHALL FIELD VERIFY ACTUAL CONDITIONS PRIOR TO PRICING AND BEFORE PROCEEDING WITH WORK. NOTIFY ENGINEER IN THE EVENT THAT EXISTING MAIN PIPING SHOWN TO REMAIN IS SIGNIFICANTLY DIFFERENT FROM EXISTING CONDITIONS.

2. CONTRACTORS SHALL BE RESPONSIBLE FOR MATCHING EXISTING BUILDING SYSTEMS WHERE REQUIRED BY DEMOLITION AND NEW WORK.

ITEMS INCLUDING BUT NOT LIMITED TO: WALL TYPES, INSULATION, GLASS, CONCRETE, REBAR, ETC. SHALL MATCH EXISTING DESIGN

CONDITIONS WHEN REPLACED OR REPAIRED.

3. CONTRACTOR SHALL IDENTIFY AND COORDINATE WITH THE OWNER ALL WORK AREAS REQUIRING CONSTRUCTION EFFORTS DURING FACILITY "OFF" HOURS. "OFF" HOUR WORK SHALL BE INCLUDED IN THE CONTRACTOR'S BID/SCOPE OF WORK.

4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ISOLATION VALVES NECESSARY TO COMPLETE THE DESIGN INDICATED.

GENERAL NOTES

1. THE DRAWINGS ILLUSTRATE GENERAL SCOPE AND ARRANGEMENT OF MECHANICAL SYSTEMS. THEY SHALL BE FOLLOWED AS CLOSELY AS ACTUAL CONDITIONS ALLOW. MECHANICAL CONTRACTOR SHALL PROVIDE FITTINGS AND OFFSETS IN PIPING TO AVOID FIELD

INTERFERENCES.

2. ALL WORK SHALL CONFORM TO THE REGULATIONS OF APPLICABLE FEDERAL, STATE, LOCAL LAWS, ORDINANCES AND CODES. MECHANICAL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE INTERNATIONAL MECHANICAL CODE AND ANY APPROVED

SUPPLEMENTS TO THAT CODE.

3. DRAWINGS, SPECIFICATIONS, AND SCHEDULES TOGETHER FORM THE BASIS OF DESIGN.

4. PROVIDE FIRESTOPPING WHERE NECESSARY.

5. DIMENSIONS AND PIPING/EQUIPMENT SIZES INDICATED ON THE DRAWINGS MAY NOT REFLECT ACTUAL FIELD CONDITIONS IN ALL LOCATIONS.

FIELD VERIFY PIPING AND EQUIPMENT SIZES AND LOCATIONS PRIOR TO FABRICATION OF PIPING SUCH THAT PIPING AND EQUIPMENT WILL FIT

IN APPROXIMATELY THE LOCATION SHOWN ON THE DRAWING.

PHASE - 2: SUB-PHASE REFERENCE

SUB-PHASE -2.1: INSTALLATION OF ALL NEW STEAM AND CONDENSATE PIPES:

1. CREATE TEMPORARY ACCESS THROUGH TUNNEL WALLS.

2. INSTALL ALL NEW STEAM AND CONDENSATE PIPES.

3. COMPLETE ALL REQUIRED TESTING OF NEW SYSTEM.

4. BRING NEW SYSTEM TO FULLY OPERATIONAL STATUS.

5. PREP TO TIE-IN TO ALL EXISTING TO REMAIN BRANCHES.

SUB-PHASE -2.2: DEMO EXISTING PIPES AND CREATE CLEAR ACCESS THROUGH TUNNEL:

1. DEMO OLD EXISTING ABANDONED STEAM AND CONDESATE PIPE STARTING AT

THE TEMPORARY ACCESS.

2. DEMO ALL CONCRETE SUPPORTS UNDER ABANDONED PIPE.

3. REPAIR OPENINGS THROUGH TUNNEL WALLS. BACKFILL, GRADE, AND RE-SEED

TO MATCH EXISTING CONDITIONS PRIOR TO CONSTRUCTION.

STATE OFP

R O

FESSIONAL ENG

IN

E E R

L.

PH

ILL

IP GENTRY

14226

W

EST V I RG I N

IA

R

REGISTE ED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Numbers

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-19-102REPAIR-PIPING BLDGS

500, 217, 318, & 328 to BOILER PLANT - PHASE-2 500, 217, 318, & 328

Office of

Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841

STRUCTURAL ENGINEERS

Engineering Solutions 100 10th Street NE, Suite 200 Charlottesville, VA 22902 of 25

BID DOCUMENTS

SUBMISSION

97 8654321

BID DOCUMENTS SUBMISSION

STRUCTURAL ENGINEERS

Engineering Solutions 100 10th Street NE, Suite 200 Charlottesville, VA 22902

2M0.01

MECHANICAL LEGENDS,

ABBREVIATIONS, AND NOTES

07/29/2020 07/29/2020

DL JCH

PHASE 2

304302

THIS AREA IS FOR STAGING AND MATERIAL

STORAGE FOR THE CONTRACTOR;

TEMPORARY CHAIN LINK FENCE WILL BE

PROVIDED & REMOVED BY THE

CONTRACTOR. GRASS WILL BE LEVELED &

RESEEDED WHEN PROJECT IS COMPLETE.

EXISTING

CONDENSATE

PUMP TO REMAIN

EXISTING

CONDENSATE

PUMP TO REMAIN

EXISTING

CONDENSATE

PUMP TO REMAIN

MATERIAL STORAGE ACCESS

STATE OFP

R O

FESSIONAL ENG

IN

E E R

L.

PH

ILL

IP GENTRY

14226

W

EST V I RG I N

IA

R

REGISTE ED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Numbers

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-19-102REPAIR-PIPING BLDGS

500, 217, 318, & 328 to BOILER PLANT - PHASE-2 500, 217, 318, & 328

Office of

Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841

STRUCTURAL ENGINEERS

Engineering Solutions 100 10th Street NE, Suite 200 Charlottesville, VA 22902 of

NORTH

BID DOCUMENTS

SUBMISSION

97 8654321

BID DOCUMENTS SUBMISSION

STRUCTURAL ENGINEERS

Engineering Solutions 100 10th Street NE, Suite 200 Charlottesville, VA 22902

2M1.01

MECHANICAL TUNNEL OVERALL PLAN

07/29/2020 07/29/2020

DL JCH

GENERAL NOTES

1. REMOVE PIPE SUPPORTS ASSOCIATED WITH PIPING SHOWN TO BE REMOVED.

SUPPORTS SHALL NOT BE ABANDONED IN PLACE.

2. COORDINATE ALL MECHANICAL UTILITY SHUT DOWNS WITH OWNER. ANY SHUT

DOWNS NECESSARY TO ACHIEVE THE OBJECTIVE OF THIS DESIGN SHALL BE

COMPLETED DURING "OFF HOURS" AND SHALL COMPLY WITH OWNER'S UTILITY

SHUT DOWN POLICIES.

3. CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING, PATCHING AND DEMOLITION

OF ALL BUILDING SYSTEMS PER THEIR MEANS-AND-METHODS AS NECESSARY

TO PROVIDE THE DESIGN INDICATED.

4. ACCORDING TO THE VA, THERE IS NO ASBESTOS IN THE EXISTING TUNNELS ON

THIS PROJECT. THERE IS CONTAMINATED EARTH UNDER THE TUNNEL SLABS,

AND ANY CUTTING THROUGH THE SLAB SHOULD BE COORDINATED WITH THE

COR.

SCALE: 1" = 50'-0"

MECHANICAL TUNNEL OVERALL PLAN

508 308

X

X

X

XX

X

X

COURTYARD

ACCESS

P A

R T

IA

L

P L

A N

A

M

.0

P A

R T

IA

L

P L

A

B

.0

P A

R T

IA

L

P L

A

C

.0

PARTIAL

PLAN D

2M1.05

PARTIAL

PLAN E

2M1.05

PARTIAL

PLAN F

2M1.05

P A

R T

IA

L

P

L A

G

.0

ANCHOR POINT - A

SEE STRUC. DWGS

ANCHOR POINT - B

SEE STRUC. DWGS

ANCHOR POINT - C

SEE STRUC. DWGS

ANCHOR POINT - D

SEE STRUC. DWGS

ANCHOR POINT - E

SEE STRUC. DWGS

ANCHOR POINT - F

SEE STRUC. DWGS

ANCHOR POINT - G

WITH EXPANSION JOINTS

SEE STRUC. DWGS

POINT A-B

28,800 lbs

16,000 lbs

POINT B-C

14,800 lbs

8,000 lbs

POINT C-D

STEAM PIPE LOAD SCHEDULE

POINT PIPE SIZE PIPE TYPE LOAD NOTES

POINT D-E

26,400 lbs

16,000 lbs

POINT F-G

12" MPS

8,000 lbs

6" PC

NOTES: ALL EXPANSION JOINTS SHALL BE EQUAL TO METRAFLEX MODEL METRAGATOR

AND INSTALLED NEXT TO ANCHOR POINT.

8" EXPANSION JOINT

4" EXPANSION JOINT

4" EXPANSION JOINT

2" EXPANSION JOINT

8" EXPANSION JOINT

4" EXPANSION JOINT

2" EXPANSION JOINT

12"

6"

12"

6"

12"

6"

12"

6"

MPS

PC

MPS

PC

MPS

PC

MPS

PC

POINT E-F

12"

6"

MPS

PC

TUNNEL

- A

12" MPS

6" PC

2" EXPANSION JOINT2,800 lbs

6"

12"

MAX.CONCENTRIC PIPE GUIDE SPACING

SIZE TO 1ST

GUIDE

1ST TO 2ND

GUIDE

BETWEEN ADD'L

GUIDE

2 FT

4 FT

7 FT

14 FT

70 FT

120 FT

NOTE: ADDITIONAL STANCHIONS SHALL BE ADDED AT THESE DISTANCES

FOR SUPPORT.

001 '2 '

302 304

217 Parking Lot "T"

Parking

Lot "Z"

Patient / Visitor

Parking

B u tl e r

A v e

N th S t.

"B" Ave.

SPILL CONTAINMENT

WALLS 54" AG

SOLAR CHARGING

STATION

2-STORYOUTPATIENTADDITION

LAUNDRY WATER

SOFTENING

EQUIP.

C

C O

R R

ID

O

R C

N

,4

S .F

C

C

C3

C13

CORRIDOR C4N

4,942 S.F.

STEAM TUNNEL

/ 2

M P

S

C

P D

/2

M P

S

C P

D

STEAM

STEAM

S T

E A

M

S T

E A

M

STEAM PIT

2" UP

4" UP

VENT

M P

S

H P

S

C P

D

M P

S

H P

S

C P

D

8" H P S4" C

P D

IN

22" C

8" HPS

4" CPD

IN 22" CONDUIT

M P

S

P

C D

M

P S

P C

D

4" MPS

2" CPD

STEAM TUNNEL 4" MPS 2" CPD

8" HPS-3" CPD STEAM

12" MPS 5" HPS 2" CPD

STEAM VENT

O N

LY

N O

P A

R K

IN

G

N O

P A

R K

IN

G

N O

P A

R K

IN

G

N O

P A

R K

IN

G

ONLY

ONLY

STEAM

H

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Numbers

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-19-102REPAIR-PIPING BLDGS

500, 217, 318, & 328 to BOILER PLANT - PHASE-2 500, 217, 318, & 328

Office of

Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841

STRUCTURAL ENGINEERS

Engineering…